Fragility analyses and strong ground motion response of mechanically stabilized earth retaining walls with plate anchors. [PDF]
Ansari Targhi M, Safi M, Noorzad A.
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A closed form shape function describing 3D settlement field around a deep excavation in sand. [PDF]
Russo G, Nicotera MV.
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Numerical modelling of flow through an embankment using plaxis 2D
Flow through dams has been extensively studied using numerical models in hydraulic engineering. And the present studies the numerical modelling of flow through an embankment using Plaxis software under dynamic loads such as earthquakes in dynamic phase with HS small parameter in undrained stage and initial phase or static phase with Mohrcoulomb ...
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Towards construction of embankment on soft soil: a comparative study of lightweight materials and deep replacement techniques. [PDF]
Abdrabbo FM +3 more
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Measurement of Axial Strain of Geogrid by Optical Sensors. [PDF]
Drusa M +5 more
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Three-dimensional stability of a fill slope reinforced by a frame beam anchor plate. [PDF]
Huang A, Zhu Y, Ye S, Fang G.
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Three-dimensional simulation analysis of the impact of excavation on non-level crossing tunnels. [PDF]
Arash M, Dolatshahi A, Shahriar K.
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How extreme rainfall and failing dams unleashed the Derna flood disaster. [PDF]
Nemnem AM +5 more
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Plaxis 2D Comparison of Mohr-Coulomb and Soft Soil Material Models
Soft soils such as clays, clayey silts and peats demonstrate a high degree of compressibility compared to other soils. In oedometer testing, normally consolidated clays behave up to ten times softer than normally consolidated sands. The task of this master’s thesis has been to investigate the primary consolidation behaviour of soft clay by comparing ...
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Optimal selection of a metro tunnel excavation method using AHP and TOPSIS: a case study of Tehran metro. [PDF]
Rostami A +3 more
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